SW1240301_Plansheet - Proposed Conditions/Site Plan_20240923 (8)

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GENESIS ENGINEERING
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3360 Martin Farm Road
Suite 200
Suwanee, Georgia 30024
470.375.2001
owww.genesiseng.net
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BE PROTECTED AND GUY
WIRES TO BE RELOCATED
EXISTING POWER POLE x OHP
— AND GUY WIRES TO BE \ AND/OR ADJUSTED x
PROTECTED
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GAS STUB, CAP & MARK I a 0 0 U a a
FOR FUTURE SERVICE I I co If '� 02
CONNECTION
MSD SANITARY
6" WATER STUB. CAP & SEWER EASEMENT I REVISIONS
MARK FOR FUTURE WATER
SERVICE CONNECTION = TOWN COMMENTS 02/19/2024
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TENANT REVIEW 05/02/2024
SSMH X-3.2
— — — — — — — STA: 34+16.04
TOP-2115.00 OWNER & MSD COMMENTS 06 14 2024
JURISDICTION COMMENTS 07/03/2024
SS SS � I 6" SS STUB. CAP WITH I
NCDEQ SUBMITTAL 09/19/2024
CLEANOUT FOR FUTURE
SANITARY SEWER SERVICE o
CONNECTION =
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UTILITY LEGEND
' a PROPERTY LINE
I O PROPOSED CURB
EXISTING STORM SEWER
PROPOSED STORM SEWER
— OHP OHP — —
GAS MAIN G
WATER MAIN W
a SANITARY SEWER SS
p OVERHEAD POWER LINE OHP
/ UNDERGROUND POWER LINE UP
UNDERGROUND
COMMUNICATION LINE COM
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VALVE W
/ p PIV W
FIRE HYDRANT W
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/ MANHOLE SS
CLEANOUT CO
o PROJECT NUMBER:
/ EXISTING POWER POLE
EXISTING FEATURES SCREENED 21-118
/ ALL SANITARY SEWER CLEANOUTS THAT ARE DATE:
I I WITHIN ASPHALT PAVEMENT AREAS SHALL
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HAVE CONCRETE PAD MEASURING 12/21/2023
18"X18"X6" INSTALLED AROUND THE
TRAFFIC-RATED CAST IRON CLEANOUT BOX.
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UTILITY PLAN
pHP MSD PROJECT# 2023174 • GRAPHIC SCALE
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G°M OHP dH0 dHO0o 30 0 15 30 60 120
dH0 dH0
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dH0 dyo Know what's below. ( IN FEET )
— A" __ �° Call before you dig. 1 inch = 30ft. 5m4